Recent studies suggest that sharp bending of valve leaflets during the opening phase may be the reason for much of the mechanical failure of bovine pericardial bioprostheses. Sharp bending of the valve leaflets is promoted by the rigid, non expanding stents upon which the leaflets are mounted. We hypothesized that sharp bends and the associated flexural stresses could be significantly reduced by incorporating a stent that expands with the recipient aorta during systolic valve opening. We therefore modeled the opening and closing sequence of a trileaflet bovine pericardial valve with such an expanding supporting stent using our own finite element analysis software. Six different degrees of expansion were simulated, ranging from 2% to 25% expansion measured at the level of the stent post tips. Our results show that a 15% expansion is optimal, for the analyzed valve, because it eliminates the compressive flexural stresses at the commissures. Expansions below 15% were not sufficient to reduce flexural stresses, whereas expansions greater than 20% induced excessive tension in the valve cusps.
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BMC Oral Health
January 2025
Department of Conservative Dentistry, School of Dentistry, Dental Research Institute, Dental and Life Science Institute, Pusan National University, Yangsan, Korea.
Background: This study compared the torsional resistance, bending stiffness, and cyclic fatigue resistances of different heat-treated NiTi files for minimally invasive instrumentation.
Methods: TruNatomy (TN) and EndoRoad (ER) file systems were compared with ProTaper Gold (PG). Torsional load, distortion angle, and bending stiffness were assessed using a custom device AEndoS, and toughness was calculated using the torsional data.
J Dent
January 2025
University of Saskatchewan, College of Dentistry. 107 Wiggins Rd, Saskatoon, SK, Canada. S7N 5E5. Electronic address:
Bulk-fill, monochromatic, and ORMOCER composites were introduced in restorative dentistry with the aim of reducing clinical time and/or alleviating contraction stresses at the interface between the tooth and restoration. While the conversion and immediate properties of these materials are comparable to conventional composites, studies evaluating their long-term properties and the structure of the polymer matrix are lacking. The objective of this study was to evaluate the degree of conversion and, indirectly, the crosslink density of conventional, bulk-fill, monochromatic, and ORMOCER resin composites.
View Article and Find Full Text PDFSci Rep
January 2025
School of Urban Planning and Municipal Engineering, Xi'an Polytechnic University, Xi'an, 710048, China.
With the increase in coal mining depths, soft and fractured roadway surrounding rocks require grouting and a sprayed protective layer for maintenance. Simultaneously, extensive accumulation of coal gangue causes diverse environmental issues. To enhance on-site coal gangue utilization, this study replaced river sand and cement with coal gangue to develop a novel cement-based mortar for supporting coal mine roadways.
View Article and Find Full Text PDFMaterials (Basel)
January 2025
Laboratoire d'Energétique et des Transferts Thermique et Massique (LETTM), Faculté des Sciences de Tunis, Université de Tunis El Manar, Campus Universitaire El-Manar, El Manar, Tunis 2092, Tunisia.
The viability of using fibers as reinforcement material for developing lightweight sustainable non-structural construction materials in compliance with the valorization of local by-products has been investigated in this work. This study aims to investigate the effect of the chemical treatment of fibers on the mechanical and hygric properties of bio-sourced clay-sand- fiber composite. This lightweight specimen has been produced from a mixture of 60% natural clay and 40% sand by mass, as a matrix, and reinforced with different amounts of Juncus fibers.
View Article and Find Full Text PDFMaterials (Basel)
December 2024
Department of Theory of Structures and Building Information Modeling (BIM), Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysiaclecia Panstwa Polskiego 7, 25-314 Kielce, Poland.
The bending stiffness of beams represents a pivotal parameter influencing both the dimensions of the elements during their design and their subsequent utilisation. It is evident that excessive deflections can cause discomfort to users and contribute to further structural degradation. The objective of this study was to enhance the bending stiffness of timber beams by bonding a composite sheet to their external surfaces.
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